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HomeMy WebLinkAbout1.1-6152 Ph 5REVIEWED BY. TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: ANT PLFBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: ot 41-1- PUBLIC WORKS DIRMTOR, CITY OF BAKERSFIELD RAUL M. ROJAS- R.C.E. 39880 (EXP. 12/31/05) BENCHMARK USED: DATE 7/G /as DATE TOP OF CONCRETE MONUMENT AT THE CENTERLINE INTERSECTION OF McKEE ROAD AND AKERS ROAD ELEVATION = 350.08 (U,S-G,S, DATUM) PER TRACT N0. 6152 —PHASE 4 STREET PLANS VICINITY MAP. NO SCALE —N— MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES STREETS COLLECTOR STREET (AKERS ROAD) 0.30' A.C. /0.40' A.B. LOCAL STREETS 0.20' A.C. /0.40' A.B. 6" CURB AND GUTTER 6" THICK DRIVE APPROACH 4" THICK SIDEWALK SURVEY MONUMENT ENCASEMENT STREET NAME SIGNS STREET NAME SIGNS (METRO) TRAFFIC CONTROL SIGNS WHEEL CHAIR RAMPS STREET LIGHTS (5800 LUMEN) STREET LIGHTS (9500 LUMEN) CROSS GUTTERS (12' WIDE) SAWCUT STRIPING AND PAVEMENT MARKING LEGEND 647 L.F. 22,273 S.F. 2032 L.F. 7 6, 304 , S.F. 4509 L.F. 3069 S.F. 19s301 S.F. 8 EA. 6 EA. 2 EA. 1 EA. 8 EA. 5 EA. 1 EA. 1 EA. 260 L.F. 1935 L.F. CL-- CENTERLINE DWY— DRIVEWAY FL— FLOWLI N E BCR— BEGIN CURB RETURN ECR— END CURB RETURN PI— POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC-- POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE SHEET No. INDEX 4� O TITLE SHEET CD DETAILS — GENERAL NOTES CI) AKERS ROAD ROCKHAMPTON AVENUE CD SIERRA MADRE AVENUE LASSO COURT C5> McCLINTOCK ROAD p AKERS ROAD STRIPING PLAN LEGEND CD SHEET INDEX NUMBER -- DIRECTION OF DRAINAGE CONCRETE MONUMENT + STREET NAME SIGN -C> 5800 LUMEN STREET LIGHT �- 9500 LUMEN STREET LIGHT Y CATCH —BASIN w /NUMBER i o� a IRONROCK Q AVENUE Bill w Y Q� —N- SCALE: 1' =200' 1 � PHASE 5 BOUNDARY ;j � I I � ( CHISOLM TRAIL) i II iVENUI i 04 Ln c c o " N N 0 M M Z �- QD c0 LLJ D tn. ca 0 Z W W Z V z W M M f— O> W ■■ ■ ■■■ ■ ■ �' ■■■p',■■i� _ 11 on A ■■r im. 'opp" _iil ON ■■ ■■■ �/■ ■I ■ ■■ ■■■ a■■■ ■1 ON ■■ ■■■ I■■■ ■1 ON MM --------- ON ■ ■I - ■_\■M■■ ■I ■■ ■■ M ■r ■■■ ■1 ■■ ' ■■ - -- - - - -11 ■■ ■■■■■■■■■ ■r■■■ a• • e • a cn z Lo Q n. � W co DATE 06/09/2005 a PR JOB No. 02 -1657 ti Z W W � CL W W.. i O Lr) J wU CL a m u� FA. PF m E Q E ti OF 6 SHEETS c l�t- Casa -� C� Z O n. co DATE 06/09/2005 a PR JOB No. 02 -1657 ti SHEET a PF m E Q E ti OF 6 SHEETS c l�t- Casa -� COB GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION AND STANDARDS PERTAINING THERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, AN OPEN STREET PERMIT SHALL `BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER - ROBERTSON ENGINEERING AND SURVEYING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS, THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF; ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY, 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT, 10, ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11, NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE, ALL REMTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE, LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE . OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, 14., IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 15, PORTER - ROBERTSON WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER - ROBERTSON ENGINEERING AND SURVEYING, INC. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB STREET IMPROVEMENT NOTE 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER, 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT, SEE STRUCTURAL SECTIONS. FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER, 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0,5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF ,GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8, ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS. /CU, YD., AND A MAXIMUM WATER /CEMENT RATIO OF 0.500 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY,..THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE, 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK, 15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39- 2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL; A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041, THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET, 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11, WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN- PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375, 14, IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE, 16, THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17+ IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER, THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER, 19. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL FOR LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK." CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY FIG. NO. DESCRIPTION ST -1 ❑ ST -2 CURB AND GUTTER (TYPE "A ", "B" AND "C ") ST -3 ST -17 ST -4 COMMERCIAL DRIVEWAY ST -5 ST -18 ST -6 ❑ ST -7 ❑ ST -8 RESIDENCE DRIVEWAY ST -9 ST -20 ST -10 ❑ ST -10A ST -21 ST -11 ❑ ST -12 T -1 ST -13 CROSS - GUTTERS ST -14 T -3 ST -15 ❑ ST -16 DESCRIPTION CITY FIG. NO. DESCRIPTION CURB AND GUTTER (TYPE "A ", "B" AND "C ") ST -17 WIDE CROSS- GUTTER COMMERCIAL DRIVEWAY ❑ ST -18 MEDIAN CURBS (TYPE "M", "M -1 " AND "M- 2") SIDEWALK ❑ ST -19 HANDICAP RAMPS RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD PAVEMENT PATCHES ® T -1 STREET SIGN, POST-TYPE CROSS - GUTTERS ❑ T -3 MAJOR COLLECTOR TRANSITION 26 INCH PART CIRCLE CULVERT ❑ D -10 SIDEWALK UNDERDRAIN STREET SPECIFICATIONS ® D -11 DRAINAGE BASIN STREET SECTIONS o D -14 CATCH- BASIN, TYPE "A" STREET SECTIONS ❑ D -15 CATCH- BASIN, TYPE "A -1" STREET CROSS SECTIONS ® D -16 GUTTER DEPRESSIONS ALLEY CROSS SECTION ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION SURVEY MONUMENT SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS "STREET LIGHT, MAST ARM TYPE ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS CUL -DE -SACS ® T -12 MINIMUM ACCESS DESIGN STREET KNUCKLE ® T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN .LATEST EDITION THEREOF) CALTRANS STD. PLAN ® RSP A88A V7. ry A 7�7_ DESCRIPTION CURB RAMP DETAILS 7 BY= FRED W. PORTER, RCIE 33448 EXP. DATE Z O (f) H LLj m 0 no W H O as 1.4.,x. d Lo Z c 0 w M M Z co to w DC �- D ca 0 Z iR w w Z 0 Z w M w <t m� F_o C/)� �- w w - N u) ©w o � Q T-m \NEER coo i J W 3 � J U aftow dvqd� Lj W 8- /0321 ♦c ��P Z V) J ud � Z = Z LLJ CL > 0 N z LO w �j ltl co LLJ 00 �UQ w �- wQo x (0) z 0 CO) DATE 06/09/2005 PR JOB No. 02 -1657 SHEET N OF 6 SHEETS ui a 0 0 0 M Wo F- 0 x W U J Y W � . o0 �,v U w Z W W Q M Z > w w L) w LL- 9 U. w o o oc a. \NEER coo i J W 3 � J U aftow dvqd� Lj W 8- /0321 ♦c ��P Z V) J ud � Z = Z LLJ CL > 0 N z LO w �j ltl co LLJ 00 �UQ w �- wQo x (0) z 0 CO) DATE 06/09/2005 PR JOB No. 02 -1657 SHEET N OF 6 SHEETS C/L NATURAL GROUND < A z NATURAL GROUND V) Zia LJ 2 Z M o W > Vuj ) a= 20. Z 0 LLJ Ml 00 4r- c*4 23 I 4Q. GRADE LINE 16 U-) 45' STRUCTURAL SECTIONS iA1 TYPICAL AKERS ROAD SECTION . NO SCALE 24 METRO R/W -3 (LANDSCAPE EASEMENT 6'–HIGH BLOCK WALL 0 /w COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. S-27 FOR SLOPE PARAMETERS 30' C/L I 30 10" 20' 1 20' -1 10' 21 TYP. I- 6*' TYPE "B" CURB & GUTTER W/ 4,5# WIDE SIDEWALK--\ R/W GRADE LINE STRUCTURAL SECTIONS 60P RIGHT—OF—WAY TYPICAL LOCAL STREET SEC CONSTRUCTION NOTES I 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. GUTTER AND SIDEWALK M CONSTRUCT 6* CURB & GUTTER PER C.O.B. STD. FIG. ST-1 WITH 5.5* LO INSTALL STREET NAME SIGN PER CITY STANDARDS. SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF WIDE COMBINATION SIDEWALK PER C.O.B. STD. FIG. ST-3 C1 i C INSTALL TRAFFIC SIGN PER CITY STANDARDS. M CONSTRUCT 6* CURB & GUTTER PER C.O.B. STD. FIG. ST-1 WITH 4.50 WIDE R1 INSTALL R-1 STOP SIGN W/ STOP BAR. FOR SLOPE PARAMETERS COMBINATION TYPE SIDEWALK PER C.O.B. STD. FIG. ST-3. IS BASED ON CENTERLINE INSTALL 5,800 LUMEN STREET LIGHT M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". ---EX. SD--- (UNLESS OTHERWISE NOTED) 0 Z ALL METRO - PER C.O.B. STD. FIG. ST-14 F-41 CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. FIG. ST-17. NOTED. EXISTING EDGE OF PAVEMENT (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTERS AND INSTALL 9,500 LUMEN STREET LIGHT .................. A MINIMUM OF 1' EITHER SIDE TO 959 MAX. DENSITY, TO A DEPTH OF 1 (UNLESS ,OTHERWISE NOTED) F5_1 CONSTRUCT TYPE "A* CATCH BASIN PER C.O.B. STD. FIG. NO. D-14. .. PER C.O.B. STD. FIG. ST-14 COMPACT UNDER CURB, __l I 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. GUTTER AND SIDEWALK 16 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. FIG. ST-4. LO (TYP.) 6" MIN. TO 90% MAX, DENSITY. M SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF RIGHT-OF-WAY C1 i C CONSTRUCT SURVEY MONUMENT ENCASEMENT BAKERSFIELD ENGINEER. S SEWER MAIN SEE C.O.B. STD. DWG. S-27 EXISTING SEWER -- ----- -- PHASE 4 FOR SLOPE PARAMETERS PLAN VIEW STATIONING IS BASED ON CENTERLINE CYADLA n0AM L) w Z LLJ >_ Ml I LO (D �§ °z + C) M 0 Pei C4 to cn + + N N 0 < z M 0 ;III F. a. IIIZI�w� x V) > w 0 < 0 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD METRO SPECIFICATION 8010-21C-19 ------ EX, S - ---------------- ----------------- - EXISTING MONUMENT 24+83.74 c* X27 +86.37 37 7 29 25 26 27 ?8 ENCASEMENT' /h 5 PHASE 5 CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 11=6.0 R=54 HORIZONTAL: 1"=50' VERTICAL: 1"=2' CURVE L—Oi RC.LVkw^It C.A10"MY 01INC.C.1 NAME SIGN AS lrlfIJI%aAIr.IJ. V) DELTA Cl LO 47,30' 30.18' EXISTING IMPROVEMENTS 631, C1 i C CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. FIG. ST-13. A M%q i 13 113 +19. 0"6M 14 14+57.%52 - - EX. S - - EXISTING SEWER -- ----- -- PHASE 4 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE 63wr 3 3 o I-SD— OTHERWISE NOTED, ---EX. SD--- EXISTING STORM DRAIN y 0 Z ALL METRO - BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. EXISTING EDGE OF PAVEMENT 0 M C-4i C-4i C4 .................. + .......... + to N 0 Rl—1 .. 350 M l • Z N o UJI * 1 * 1 M l a l 0 STORM DRAIN MANHOLE W 0 N z 14- 0 < L V ) + N + 0 00 4. < N z M w uj Z) 348 ........................................................................ Uj LLJ 0 0 Lr) u ) cv) + + re) C6 Now DESIGN • FL 0 K INE PROFIL E Li PHASE 5 CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 11=6.0 R=54 HORIZONTAL: 1"=50' VERTICAL: 1"=2' Ld 3 CURVE L—Oi RC.LVkw^It C.A10"MY 01INC.C.1 NAME SIGN AS lrlfIJI%aAIr.IJ. V) DELTA Cl V) rv.) 47,30' 30.18' .j 631, O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. FIG. ST-13. A M%q i 13 113 +19. 0"6M 14 14+57.%52 - - EX. S - - EXISTING SEWER -- ----- -- + - CL ------------------ ---- ----- S ---------- @QD 2 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS o I-SD— OTHERWISE NOTED, ---EX. SD--- EXISTING STORM DRAIN y 0 Z ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. EXISTING EDGE OF PAVEMENT 0 M C-4i C-4i C4 .................. + .......... + to N 0 SEWER MANHOLE .. 350 M l • Z N o - EXISTING GROUIVD. PROFILE_ 0 < C%4 * 1 * 1 M l a l 0 STORM DRAIN MANHOLE W uj cl) C6 z CL %� c .00 4. T� 0 0) N z M Z) 348 ........................................................................ 0 Lr) M cv) + + re) C6 Now DESIGN • FL 0 K INE PROFIL E Li Z Ld + • LLJ + r*-% + 04 346 0 0 LJ Lij i L0 + 24+00 25+00 0 > 0 ro- 04 r� j = j 0. < 0 00 q+ �? 0 ( U. W + 0 r 0 0 LO < 1w LO + 0 Ld 3 CURVE RADIUS 4 V) DELTA Cl V) rv.) 47,30' 30.18' .j 631, 4 C4 UJI 110+00.00 1 5 11 0 12 21 A M%q i 13 113 +19. 0"6M 14 14+57.%52 ---------------- 20.00" -- ----- -- + - CL ------------------ ---- ----- S ---------- @QD 2 90*20"27" C5 20.00" 31.30' o I-SD— N I LA N I A I N IVAI N I IA N I y 0 Z 114.0' 0 0 M w Ln M en 0 M C-4i C-4i C4 .................. + .......... + to N ............... wzw ........ ....... + cn .. 350 c� 0 c� to LO Una M" 00 N %4 CD Ln Ln N o - EXISTING GROUIVD. PROFILE_ 0 < C%4 LO V_ ono N re) V_ T_ V_ CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30,00' 47,30' 30.18' 90'20' 38" C2 30.00' 46.94' 29.82' 89*39'22" C4 20.00" 31.53" 20.12' 90*20"27" C5 20.00" 31.30' 19,88" 89*39133 is EAST FLOWLINE PROFILE 1 N 0 Az Z uj (j 0. 0 L) w 47,30 46.94' ON CURVE-1 �� � ` � �� (D Z cr) i� $4: w $$ w I ON CURVE $00 w 0 0 Z 0:: �. uJ M r.%: M � �,,,� � Q a 00 2 Z Pr) Lto) M re) 0 Z to) 0 0 M w 0 M a. UJ .................. + .......... + to N ............... wzw ........ ....... + cn .. 350 < Z 3: - EXISTING GROUIVD. PROFILE_ 0 < C%4 W uj cl) 47'4 4L.- .00 -Z ey +0.2.j fo 348 ........................................................................ ............ . .. . .. . . ....... . ... 348 + Now DESIGN • FL 0 K INE PROFIL E • ........................... ft"a &swoop 00 z 70 • . . . . . . 05c� I- . . . ...... ......... ....................................... 346 346 23+00 24+00 25+00 26+00 27+00 28+00 29+00 EAST FLOWLINE PROFILE 1 N 0 Az Z uj (j 0. 0 L) w U w (D cr) i� i 1M Z M uj V) 0. 04 L0 A L0 0 H-AS 5 CONSTRUCT 0.20' A.C. PAVING OVER 0.40* CRUSHED AGGREGATE BASE OVER 1.00" NAT. GIRD. HORIZONTAL: 1*'=50 COMPACTED TO 959 MAX. DENSITY TI=4.5 R=54 VERTICAL: 1"=21 31.53 31.30'_ 31.53 ON CURVE CURVE ION CURVE M CL *M co w 0- 00 c C4 a. 10 0 0 0 0 q* 04 0 LLJ LO M L6 LO LO W tom W 6* c6m w q* z q* rn 04 n 0 nrn n n cn; in M n 11 11 C4 r4f) 04 VA cy) LLJ q V J ! jjci + + " LL. L. P*' " r n + + W + 0 W(L C*4 Aqr oui 0. 00 Z 0 04 . . . . . . . . . . . . . _U17 + -0 348:...:...:...:...:.0 0 ....0 ............ 0 3- 48 • • • • • 9 • • • • • 0 • • • • • • �0-77 ff 70 -346 346... ...............................9 0 0 0 LWA� Aro I? s /.ON. �R 6LOW Ll E FRO.FILE. • 3 44 344 10+00 11+00 12+00 13+00 14+00 15+00 31,30' WEST FLOWLINE PROFILE ON CURVE cbtn w M to w ui ui Lo fn d Mn 0i II w N7 �V U. (0 OW STING. GROUND PROFILE CL Z 348 48 3— 0 to *+ ----A L 346 :... :•..:. . .......• .......•....................... 346 Fill iiiiillwpwwww---NoW DE,51GN FLOWLINE-PRORLE 0 -t 0 0 0 01 -0 344 • *0 • • 'S' • • 'e' • • '0' • • • 'a • • • *0 0 • *6 • • • *0 • • • '0' • • • *0 • • • -0 p 0 f -0 • • • -0 • • -0 • • • -0 • -0 • • • • • • 0 • • • 0 0 • 0 • 0 • 0 • • • • • • 0 344 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE Z 0 w 0 W H DC 6 N Lo co (D z CIO 04 M cf) z T r co V >_ co w co ca 0 z UJI LLJ Z a z w • IN Nor' am.. Ipp" -.gal no No NMI "AIIIIIIIIIIIIII11 ON so MEN i■■■■i so No ONO I■■■ ■I ME MM---- ■■■m■■!!■-■-■ -■-jll no Mor- - -qqmmmml no No, AM 111111111101I so No mom ■o■■ ■i ■OR No mom NONN ON No --- ---11 0 -mmmoommmmomom • 41 • to � w Z � J w > a � Q z = O � � Y 0 � � o � cfl � w V � w Q (0 wx D U) j � �m F— � Y j ui CL 0 z CL 0 DATE 06/09/266-5-] PR JOB 02-1657 SHEET E OF 6 SHEETS <0 R/W 30' C/L 30 R4/W I a I I 1-10 20) 20 10 a �-I 1.- 21 Typ. 1 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK--\ GRADE LINE STRUCTURAL SECTIONS 601 RIGHT-OF-WAY COMFIACT UNDER CURB, GUTTER AND SIDEWALK (• 6## MIN. TO 90% MAX. DENSITY. * SEE C.O.B. SM. DWG, S-27 FOR SLOPE PARAMETERS V w 0 m LLJ m W 0 0 It z LO l000" Lr) 0 q* cq F_ 0) 0 (D V_ CL Ld uj 04 0 0 Ld 0 in LLJ + Lr) (D (c) + + L0 + F- L.Li < LIJ 0 0 0 m ::) ui L0 rlk% C_� 0 6 z `tIIII`r root z < oIIIIII`r LLJ 44- CN 0 rl%-. LLJ (c) 0(j) _- � I I y 0 0 + + + + > + to K) < LLJ (10 ui V_ V_ 4 C) Ld 0 1 LJ LLJ 2 3 4 5 cr 0 Im I I I I I Q 1 PAINT 12 LIMIT LINEIUSING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 21 22- '1 (z), (z), SD f T1 Ln 3 14.0'114,0* ITYPO 5 .0000 3 c N yl I l\J 12 L yl I IN yl + l00 -------- 0 ---- ---- ------ 6-Typ. 13 14 14 +89.68 ----------------- 16-- 17 0 J -- ------ - - - -18 -- --- 18 ss ---------------------- I C-1 tn 4poopow olow" ...00.0p .. womom w .Fpowo mompolmomotolm000 mwop- ..00tWo Jn 1 (0. --of I 10+00. 0 -SD- 0 fo 5 0 METRO ci IF C5 i � moor comp- SEND limmommem- IIIII, most soon SEEN Now! 3 i ' II° METRO - � I 1 I ( RECORD DR NG A)N I Z z a. 00 W J C3 w 0 7.63/41""w j4t!�L a LO BY: FRED W. PORTER, RCE 33448 EXPe DATE + + LO root' HASE 5 CONSTRUCT 0.20" A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. HORIZONTAL: 1*'=50t COMPACTED TO 95% MAX. DENSITY VERTICAL: 1 m-21 11=4.5 R=54 m 00 co PI CONSTRUCTION NOTES m CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. FIG. ST-1 m CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. FIG. ST-3. m CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STANDARD PLAN RSP A88A CASE "A". ® CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. FIG. ST-17. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 959 MAX. DENSITY, TO A DEPTH OF 10) M CONSTRUCT TYPE 'A" CATCH BASIN PER C.O.B. STD. FIG. NO. D-14. ® CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. FIG. ST-4. m SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. FIG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 INSTALL R-1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 11 cn 0 0 m 0 w 0 a. 04 0.1 . CO 001 00 Z 041 f4i rr) + N LO C4 0) + V_ 0 + 0 0c)1.J 0) 0 Lq X C*4 LL. + foot' N 00 0) 1 + 00 _j U. 0 .J1 LL_ 0) V_ 27 28 I' I 29 I - FL 9+28.23 4� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA ci 30.00, 47.30 30.18' 90'20' 38" C2 30.00' 46.94' 29.82' 89'039'22" C3 35.00' 27.13' 14,29' 44'02455" C4 20.00' 31.53' 20.12' 90'20'27" C5 20.00' 31.30' 19.88' 89 °39' 33" C6 42.00' 197.06' 268*49P50" 11 � �' oti„ 10 (0 0) 0 00 PHASE 5 I _Io INSTALL 5,800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. FIG. ST-14 INSTALL 9,500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. FIG. ST-14 0 EXISTING SURVEY MONUMENT -.PROTECT IN PLACE. RIGHT-OF-WAY lr*� co S SEWER MAIN ---- SD ----- STORM DRAIN -- EX. S - - EXISTING SEWER ---EX. SD--- EXISTING STORM DRAIN cr. w EXISTING EDGE OF PAVEMENT SEWER MANHOLE 0 STORM DRAIN MANHOLE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY, Twimmol "I'%j"or I 4t' 5 ROM C% A W� IW I'W 1z 3 1 UJ > va Z I;0 cr 1'<H1 0 x w 0. q* HORIZONTAL: 1"=500 VER11CAL: 1 *=2" 16 17 18 z 0 w m 0 W F- O 04 LO U co Z 041 0 m EN z T I W W co co uj D cl) ca 0 z w w z (D z w ■ ■r Am. Ipp, ON ■■I "Admol No 111110111 No ■■■ No --------- jI so ■■■m■■:l■■■ ■i ON mor- - _191■ ■■ ■1 No No, Amh so EN MEN ■■■■I No mom NONNI NNo EN 11 o • • Z � � Q w 0 a � 0" Z a (J) U) W � � � w � � w � CO w wV�� -mow Too CL Lu x x 0- I V:, IC) I z a. 0. CIO) 0: DATE 06/09/2005 PR JOB No. 02-1657 ti tD SHEET a. c 0 E E OF 6 SHEETS <0 A. WAV- -11 46,94 ON CURVE- 31.53 31.30 ON CURVE ON CURVE 31.53 ON CURVE 31,53' ON CURVE w lr*� co m w 0: 4 0: W co cr. w w Im 0 0)col cr. U &r4 +1� Dow c%I K) ui in Lf) M t6 m M L0 r%: r*,.% r� CL PI CL w to 00 to w •m ��� __- 4 \ �. �• N N moo + 1w) N 4 ............. <0 ............................. 4' ............... +1 ...... 0i C*4 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r*-4% . . . . . . + . . . . . . . . . . . . . . . . ............ old C-4 m 0 -cq -- --- --- --- U-) + 11%�. .1 . . I . . . . . . (0 . . . . . . . . . . t4 x • 0 --------------- 100" L0 Too" EXIT' TIN G 'ROUND PROf ILE + + 0 LA. 61?0j.ND- Pll�.O.FILE + Ex.ls TINg. C4 CL 348 .......... ......................... ......... • ....... .... . . . . . . . . . . 348 348 ... 9 0 IU& 1 6 1 • • 1 • ..j J • # • 0 ..... ...... 348 ...... • ..... 'AWAI cq + e . . . . . . . . 47 �-polr. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦ . . . . . . . . . . . . . . . . . . . . �°�°. . . . . . . . . . . . . . . . . . . .. . . • . ro" . . . . . . . . . . . . . 346 AF.51G1V.'FLOWL /NE PR.ORI. L • • • • . • • . • . • • • -0-34 • • • • • • • • • • . • . • DESIGN FL 0 WUNE PROFIL E 346 346' to 0, 2070 0 0 "*00074ya 346 F 0E.,510V FZ 0#f-INE. PROFIL ....... too 0.1 *$****. • . . . . . *Aftft % • . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1.7/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344• ................................. • ........................ ...... .............. ............ ............................ • ....................... 344 344 0000 • 0 0 0 • • • • to 0 too see* 4 0 0 • too • 0 • 000 6 • 0*0 4 • 0#0 0 0 • 0 • 0*0 0 0. 0 0 • 0 • #es • o6ot • 0 too • 0 000 too • 0*0 000 • 000 #00* 0 344 10+00 11+00 12+00 13+00 14+100 15+00 16+00 17+00 18+00 9+00 10+00 11+00 12+00 13+00 47,30' ON CURVE NORTH FLOWLINE PROFILE 11 10 31.30' ON CURVE IDENTICAL POINT 00 %NORTH FLOWLINE PROFILE 31.30 ON CURVE 0: L) o:: 4 L) $ 0 0 0) w 0 00 M 1+ _w r, a 0 - m # L0 L0 q*q* in 00 W r" a. in t, r M Q to C6 0() (7) re) 00 Lc) CID q* 1w) M core) r*1%- CD w I. �M • • to too *009000 see ,� 0 0 0 0 00*090 0 6 0 0999 • of* o/ 9 , ; \ VMS 0 o# •I of • 1 0 0 0 0 0 to 000j J.J 'LAO . . . '11A. ■ - co re) ................. .... *06 Not m __N - .0 .... I oil *90 x too ..... + 0 Top" u to 0 o: a. OW EXISTING 6; CROLJ.IVD PR-OFIL + 348 0 + 0 : + : : '� t `� : + CN El�'l S TING. GROUND PROFILE 348 * • too 0 to 6 a of# 0 6 to 0 0 0 0 0 too 6 $06 0 0 0 0 *to 0 to 0 0 1 0 of* 0 0#0 0 too 0 600 • • • • • 0 Z --2-0 6 *_6 1 00 0 1--* 0 "..0 1 0 1 001 -a- 0 0 0 0 00 0 o 0 ---w -o- 0 too 0 0 0 0 ***1 0 set 48 3- Ix. o 0 0 OC4 348 + o 0 10 10 0 C4 + -4 /We 0 f1l. 0 III W_ 346 .................. ........ ....... e DE, 5IGN FLO K INE - PRORL. E 41 to. 0 00* 346 346••..••••••,••••.••• • to Df SIGN FL OWL-11W PROFILE ..... 3 O�or. 0 too 0 0 0114 7 0 0. 6 0#0 0 0 0*0 too 346 4 0 to 004# ♦ 0* 0 to • to 0 • too • *to • #0 go 0 • to 9 • 0*00 • • #0 0 to *0 • • • to 000 • 000 o0ee • 344 ......... • •0. ........ 0 0 ..... *0 1 .... t. .................... • ..... 0*0.. 0 .:a ....... • 0 ... ...... ....... 344 3440 to 000 *000* 60 00 of IV • • 0 0 00* 0 00* 00 *6 *0 • go *9 0 e • *00* Is • #* 0 to 00 0 t • to 0*0* #*to 000* 0 344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 9+00 10+00 11+00 12+00 13+00 SOUTH FLOWLINE PROFILE SOUTH FLOW LI N E PROFILE z 0 w m 0 W F- O 04 LO U co Z 041 0 m EN z T I W W co co uj D cl) ca 0 z w w z (D z w ■ ■r Am. Ipp, ON ■■I "Admol No 111110111 No ■■■ No --------- jI so ■■■m■■:l■■■ ■i ON mor- - _191■ ■■ ■1 No No, Amh so EN MEN ■■■■I No mom NONNI NNo EN 11 o • • Z � � Q w 0 a � 0" Z a (J) U) W � � � w � � w � CO w wV�� -mow Too CL Lu x x 0- I V:, IC) I z a. 0. CIO) 0: DATE 06/09/2005 PR JOB No. 02-1657 ti tD SHEET a. c 0 E E OF 6 SHEETS <0 A. WAV- -11 R /W 30' c/L , 1 -- - -- 30 10' 20 .20' 10' 2' TYP f � i INSTALL TRAFFIC SIGN PER CITY STANDARDS. .• . , •. , . �. Of INSTALL R -1 STOP SIGN W/ STOP BAR. -C,}• GRADE LINE 1 6" TYPE "B" CURB & GUTTER I W/ 4.5) WIDE SIDEWALK --\ R/W STRUCTURAL SECTIONS 60' RIGHT —OF —WAY AL LOCAL STREET SEA NO SCALE COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP•) 6" MIN, TO 90% MAX. DENSITY. * SEE C.O.B. STD_ DWG. S -27 FOR SLOPE PARAMETERS CONSTRUCTION NOTES Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. FIG. ST -1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. FIG. ST -3. 3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A"f F-4-1 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. FIG. ST -17. - (CONTRACTOR SHALL COMPACT AREA UNDER CROSS - GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 959 MAX. DENSITY, TO A DEPTH OF 1') Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. FIG. NO. D -14. ® CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. FIG. ST -4. �7 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. W B ® CONSTRUCT 6 WIDE ASPHALT CONCRETES ALE PER DETAIL 5 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. FIG. ST -13. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. W ao 00 U. r co IAN J Q� Vote u� I roof Cw cc� 1 i c4 I N 1/1 1 N c A4 15 g 7 17 +02.06 a 18 � � 19 � 20 2 21 ° C321 +96.03 8 a - - - -o -� ------------ -_ - - -- - - - - - -- - - - -_ - -- - -- ------- - - - -_s --------- - - - -1- � - -_ —�--_- s - -_ �_-- ___ -- - -- - �-- 1- _�------------- - - - - -- - - -Q FL 22 +67.88 o - -� -- - - - -sQ- - - - - -- 19 +62.02 6 TYPO � o � C6 CA oft r-M - - - - - -- ----- - - - - -- TYP. INSTALL W- 31(CA) SIGN � III WITH OM4 -3 � o 0 0 0 0 (3-1 M 0) Q 1 VIII � IIII N IV- 11w � � III c� � � o allo v 04 � CD ��I N . . .. Z U 0 ' °m o 0 0 0 o cv � oo .v � W I- cV O 00 (0 rno � Z Z� O n 0+0 O� + + N + N N m a, �iJ � � � � N N N N M 0 Pee. 0 N ± N ♦ ♦ ♦ o N W PHASE 5 C CONSTRUCT 0.20' A.C. PAVING OVER HORIZONTAL: 1 " =50' 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GIRD. VERTICAL: 1 " =2' COMPACTED TO 95% MAX. DENSITY TI =4.5 R =54 � Z INSTALL TRAFFIC SIGN PER CITY STANDARDS. w INSTALL R -1 STOP SIGN W/ STOP BAR. -C,}• INSTALL 5,800 LUMEN STREET LIGHT 27.13' (UNLESS OTHERWISE NOTED) 44'24'55" PER C.O.B. STD. FIG. ST -14 -�-} old Z m C5 PER C.O.B. STD. FIG.-ST-14 O m 89'3933" N S - - - a. ----SD----- O 0. V m W EXISTING STORM DRAIN N W N SEWER MANHOLE N �j STORM DRAIN MANHOLE � • z t 3 Z CW � cn a cz + 2 lU N > F— 'O �_ -. + � U� _� __N ,r -- pip w o = z cni + Q W + � CV o� o + - + � . • • • N f • f +. . . . . . a . 30% 30 -�- O.30 %0 . W V X W N J + N tD 0 0 W M (c; /038 Z = W Q DES /GN FL 0W. VE PROF /LE f 00 + Li 11 '- N - j + N c0 CV . . . . . . . � .............................•. . . . . . > < . 7 N N � e • e • . • • • • • . • • • • • • 18+00 • • e • • f • • . • • e • • • • • • • • • • • e • • . • . 19+00 20+00 J0 + • • • • • • ♦ e • • • • 23+00 • • • • 37.89 SWALE w 0 0 CD W WEST FLOWLINE CV W& cn A 0 IDENTICAL POINT U. W ao 00 U. r co IAN J Q� Vote u� I roof Cw cc� 1 i c4 I N 1/1 1 N c A4 15 g 7 17 +02.06 a 18 � � 19 � 20 2 21 ° C321 +96.03 8 a - - - -o -� ------------ -_ - - -- - - - - - -- - - - -_ - -- - -- ------- - - - -_s --------- - - - -1- � - -_ —�--_- s - -_ �_-- ___ -- - -- - �-- 1- _�------------- - - - - -- - - -Q FL 22 +67.88 o - -� -- - - - -sQ- - - - - -- 19 +62.02 6 TYPO � o � C6 CA oft r-M - - - - - -- ----- - - - - -- TYP. INSTALL W- 31(CA) SIGN � III WITH OM4 -3 � o 0 0 0 0 (3-1 M 0) Q 1 VIII � IIII N IV- 11w � � III c� � � o allo v 04 � CD ��I N . . .. Z U 0 ' °m o 0 0 0 o cv � oo .v � W I- cV O 00 (0 rno � Z Z� O n 0+0 O� + + N + N N m a, �iJ � � � � N N N N M 0 Pee. 0 N ± N ♦ ♦ ♦ o N W PHASE 5 C CONSTRUCT 0.20' A.C. PAVING OVER HORIZONTAL: 1 " =50' 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GIRD. VERTICAL: 1 " =2' COMPACTED TO 95% MAX. DENSITY TI =4.5 R =54 CURVE TABLE INSTALL STREET NAME SIGN PER CITY STANDARDS. -Q- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-- -- INSTALL R -1 STOP SIGN W/ STOP BAR. -C,}• INSTALL 5,800 LUMEN STREET LIGHT 27.13' (UNLESS OTHERWISE NOTED) 44'24'55" PER C.O.B. STD. FIG. ST -14 -�-} INSTALL 9,500 LUMEN STREET LIGHT 20.12' (UNLESS OTHERWISE NOTED) C5 PER C.O.B. STD. FIG.-ST-14 O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 89'3933" RIGHT -OF -WAY S - - - SEWER MAIN ----SD----- STORM DRAIN - - EX� S-- EXISTING SEWER - - -EX. SD--- EXISTING STORM DRAIN - -zZz- - - 2 - EXISTING EDGE OF PAVEMENT . . . . . . . . . SEWER MANHOLE ® STORM DRAIN MANHOLE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C3 35.00' 27.13' 14.29' 44'24'55" C4 20.00' 31.53' 20.12' 90'20'27" C5 20.00 31.30' 19.88' 89'3933" C6 42.00' 197.06' - 268'49'50" 6' NATURAL GROUND 3 NATURAL GROUND 3 ll� 771711� (II— �I- ' =1 I I- 2 " A� SAC COMPACT UNDER AC 6 MIN, TO 90% MAX DENSITY WDE ASPHALT SW A NO SCALE RECORD DRAWING 1A). BY: FRED W. PORTER, RCE 33448 EXP. 7 DAT E Z O H uj Im 0 LLJ H O U co W Z o lf� 04 0 M M Z o� >- c0 to W D C0 ca V Z 2 W W Z 0 Z W MINI■■ MINI MINI■■■■ ■■� ■- �■■� ► I1 MINI ON ■■b ' .d■ ■I ON ON ■MI■ e ■ ■ ■■I no MINI ■■■ I■MI■MII ■■ --------- 11 ON ■■■MMI■3■ ■■■I ■■ ■ ■I 'qq■■■ ■I ■■ ■■I IMh '■MI■ ■I ■■ ■■ ■■■ ■MINI■1 ■■ ii ME ■ ■ ■ ■ ■ ■ ■ ■ ■ ■r■■■ 26.93 SWALE 31.30' t4 31.53' N CURVE ^� ON : CURVE � 10 L.; Q in I �- �, oc w w w o 0 �� v U tai cq W V E°' .J r at 0 a Z WP M�W� m� �. . . . . . . . a pee� .� . . . . . . . . . . . � Ncv N+ E d.06 � . . . . . . . . .350. � . . . . 350 . . . . • • x". . Cr. . . . . . 4c . . . . . . . . . . . . m� . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . N�,. . N . . . . . . . . . + c . . . - UJ QL • z t • • . W n N N EXITI 0 . 0 + cz + 2 lU N > o LLJ 00 �- �_ -. _ - -- ; - ___- •_____� _- • __ N 1. -�___ U� _� __N ,r -- N w o 348 03 %kEER . . . . . . . . . . . . LL . . . . . . . . . . . . . . . -. 348 ,. . - + � . • • • N f • f +. . . . . . e • • • e . . . . . . . . . . . . . . . . . • • .. . 30% 30 -�- O.30 %0 . W V X w el.�• • 4. 4� . . /038 , +�M DES /GN FL 0W. VE PROF /LE f ' 346 346•...... ��_-- a %........••.. +0.6 � ....................•.• • r too* ...........................•........................ . . . . . . . . . . . . . . . .............................•. . . . . . . . . . . • • . • • 15+00 • • • • • • • • • • . • . • j • • • • • • . • • . • • • . e . f f • 17+00 e • e • . • • • • • . • • • • • • 18+00 • • e • • f • • . • • e • • • • • • • • • • • e • • . • . 19+00 20+00 • • • • e • • • • • • • • • • • 21+00 • • • e • • f • • • • • • • •' • . • • • 22+00 • • • • • • ♦ e • • • • 23+00 • • • • IDENTICAL POINT 37.89 SWALE w 0 0 CD 11% WEST FLOWLINE PROFI LE cn A 0 IDENTICAL POINT 3: � z � + N a N a D0 350 350. . . . . . . .jro f . • u,• f � . , f . • . • . . f . . W � . +N 00 mi f • e 7. 11 z W D EXIS TING ' ROUND PROFILE 00 . _-- — -- -- --__ --- -- - - -- 348 348-0 • • • . o _ . . • 26 : : • . •O . . . . . . . . . . . . . . . . . . . . 1T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _– _ voet' IIIII t 0 0 4 0 . f 0 0 0 0 . _f (off 7. • • . . • • . . . . f . • • . • • • • � • • . • f . • e e . • f e f . f . . . • f . • . f • .+ 0; . . . . . . e . . FL•OWLIAlF •PROFILE. . . . . . . . . . 346 • f f . . . . . . . . - 0 M � . ° . . . . • . . . O f • • • • . • f • • • • • . • • • • . • . • f • • • • • . . . . • . • . f . • • . . . . . so . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . 3 46 . • • • • • 15+00 • • • • • . • • • • • • r • • • 16+00 • • • • • • • • • • • • • • • • • • 17+00 • • • • f • • • • • • f e • • • • 1s+ 00 • e • • • • • • f • • f • • • • f • • • • • • • • • • 19+00 20+ 00 • • f e e • • • • • • • f . • • • 21 + 00 f • f • f to e • • • • f g o t • • . f 22+ 00 • • • f t o o • 0 0 0 • 23+ o0 • • f • EAST FLOWLINE PROFILE RECORD DRAWING 1A). BY: FRED W. PORTER, RCE 33448 EXP. 7 DAT E Z O H uj Im 0 LLJ H O U co W Z o lf� 04 0 M M Z o� >- c0 to W D C0 ca V Z 2 W W Z 0 Z W MINI■■ MINI MINI■■■■ ■■� ■- �■■� ► I1 MINI ON ■■b ' .d■ ■I ON ON ■MI■ e ■ ■ ■■I no MINI ■■■ I■MI■MII ■■ --------- 11 ON ■■■MMI■3■ ■■■I ■■ ■ ■I 'qq■■■ ■I ■■ ■■I IMh '■MI■ ■I ■■ ■■ ■■■ ■MINI■1 ■■ ii ME ■ ■ ■ ■ ■ ■ ■ ■ ■ ■r■■■ z � J W w = � � � o o�C�z U QD CL to w v � w Q co co m 5. Ln C) � L.; Q in I CO) � 0 0 Q � ... W o _/ CO) � O X Y UJ QL U m co •d. M O t'h W 2 lU N > w w U � �- LL W w o oc o m %kEER 0 0�• coo 0 W 3 M� of U p CGtY �d W V X w /038 z � J W w = � � � o o�C�z U QD CL to w v � w Q co co m 5. DATE 06/09/2005 In PR JOB NO. 02 -1657 II SHEET N C a E Q E ti OF 6 SHEETS Ln Ln C) in I CO) � Q � _/ CO) DATE 06/09/2005 In PR JOB NO. 02 -1657 II SHEET N C a E Q E ti OF 6 SHEETS Ln